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CIANTIA, MATTEO ORYEM
 Distribuzione geografica
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Continente #
AS - Asia 4.784
NA - Nord America 2.883
EU - Europa 1.555
SA - Sud America 677
AF - Africa 96
OC - Oceania 4
Continente sconosciuto - Info sul continente non disponibili 3
Totale 10.002
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Nazione #
US - Stati Uniti d'America 2.777
VN - Vietnam 1.337
SG - Singapore 1.270
CN - Cina 873
HK - Hong Kong 589
BR - Brasile 507
RU - Federazione Russa 422
IT - Italia 411
KR - Corea 137
IE - Irlanda 129
FR - Francia 122
DE - Germania 110
IN - India 107
GB - Regno Unito 79
ID - Indonesia 75
BD - Bangladesh 67
AR - Argentina 57
SE - Svezia 56
JP - Giappone 54
CA - Canada 52
IQ - Iraq 45
MX - Messico 44
ZA - Sudafrica 44
TR - Turchia 42
UA - Ucraina 42
PK - Pakistan 41
EC - Ecuador 28
FI - Finlandia 27
PL - Polonia 27
NL - Olanda 25
AT - Austria 24
CO - Colombia 22
PH - Filippine 22
ES - Italia 21
UZ - Uzbekistan 17
SA - Arabia Saudita 16
CL - Cile 15
VE - Venezuela 14
MA - Marocco 13
PY - Paraguay 12
TH - Thailandia 10
BE - Belgio 9
BO - Bolivia 9
MY - Malesia 9
NP - Nepal 9
TW - Taiwan 9
GR - Grecia 8
PS - Palestinian Territory 8
TN - Tunisia 8
AE - Emirati Arabi Uniti 7
AZ - Azerbaigian 7
CH - Svizzera 7
IL - Israele 7
PE - Perù 7
DK - Danimarca 5
LT - Lituania 5
AU - Australia 4
EG - Egitto 4
ET - Etiopia 4
JO - Giordania 4
KE - Kenya 4
UY - Uruguay 4
AL - Albania 3
AO - Angola 3
BG - Bulgaria 3
CI - Costa d'Avorio 3
GE - Georgia 3
JM - Giamaica 3
OM - Oman 3
PT - Portogallo 3
SN - Senegal 3
SY - Repubblica araba siriana 3
BA - Bosnia-Erzegovina 2
BB - Barbados 2
BH - Bahrain 2
KG - Kirghizistan 2
KZ - Kazakistan 2
LB - Libano 2
NG - Nigeria 2
NO - Norvegia 2
RO - Romania 2
RS - Serbia 2
SI - Slovenia 2
ZM - Zambia 2
A2 - ???statistics.table.value.countryCode.A2??? 1
AM - Armenia 1
CR - Costa Rica 1
CZ - Repubblica Ceca 1
DO - Repubblica Dominicana 1
DZ - Algeria 1
EE - Estonia 1
EU - Europa 1
GY - Guiana 1
HN - Honduras 1
HU - Ungheria 1
IR - Iran 1
KW - Kuwait 1
LV - Lettonia 1
LY - Libia 1
MD - Moldavia 1
Totale 9.990
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Città #
Singapore 670
Hong Kong 559
Ho Chi Minh City 407
Hanoi 330
Ashburn 316
San Jose 292
Hefei 256
Ann Arbor 210
Santa Clara 143
Seoul 126
Dublin 124
Beijing 122
Los Angeles 121
New York 121
The Dalles 107
Chicago 104
Milan 76
Lauterbourg 64
Fairfield 63
São Paulo 61
Houston 57
Dallas 53
Wilmington 51
Jakarta 50
Frankfurt am Main 49
Buffalo 48
Chandler 44
Da Nang 41
Haiphong 38
Woodbridge 34
Biên Hòa 31
Seattle 31
Shanghai 30
Moscow 28
Quận Bình Thạnh 28
Council Bluffs 27
Ha Long 27
Rome 27
Cambridge 23
Dearborn 21
Hải Dương 21
Jacksonville 21
Montreal 21
Warsaw 21
Johannesburg 20
Lappeenranta 19
Chennai 18
Ninh Bình 18
Orem 17
Princeton 17
Rio de Janeiro 17
Thái Nguyên 17
Bắc Ninh 16
Denver 16
Dhaka 16
Kent 16
Tokyo 16
Toronto 16
Turin 16
Amsterdam 15
Bari 15
Can Tho 15
Naples 15
Tashkent 15
Vũng Tàu 14
Mexico City 13
Nanjing 13
Baghdad 12
Brasília 12
Changsha 12
Dong Ket 12
Lahore 12
London 12
Altamura 11
Düsseldorf 11
Hangzhou 11
Lawrence 11
Paris 11
Phủ Lý 11
Quận Phú Nhuận 11
Brooklyn 10
Florence 10
Poplar 10
Salt Lake City 10
Stockholm 10
Atlanta 9
Bắc Giang 9
Guayaquil 9
Karachi 9
Nuremberg 9
Phoenix 9
Quận Hai 9
Quận Sáu 9
Santiago 9
Vinh 9
Bogotá 8
Istanbul 8
Jeddah 8
Kyoto 8
Mumbai 8
Totale 5.793
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Nome #
A 4D Soil-Structure Interaction Model Testing Apparatus 465
A fracture-based discrete model for simulating creep in quartz sands 459
Experimental Study on the Water-Induced Weakening of Calcarenites 300
Discrete Element Modeling of Compound Rockfall Fence Nets 295
Modelling weathering effects on the mechanical behaviour of rocks 285
A contact model for rough crushable sand 273
Validation of dem using macroscopic stress-strain behavior and microscopic particle motion in sheared granular assemblies 262
Simulation of cement-improved clay structures with a bonded elasto-plastic model: A practical approach 241
Centrifuge Modeling of the Installation Advancement Ratio Effect on the Cyclic Response of a Single-Helix Screw Pile for Floating Offshore Wind 236
La sicurezza del verde urbano nell'era tecnodigitale. Metodologie innovative per la gestione e mitigazione del rischio di caduta alberi 235
Transparent consolidants and GFRP anchors as aesthetic solution for soft-rock stabilization 228
Lesson learnt from static pulling tests on trees: an experimental study on toppling behaviour of complex foundations 199
Efects of mineral suspension and dissolution on strength and compressibility of soft carbonate rocks 197
Uprooting Safety Factor of Trees from Static Pulling Tests and Dynamic Monitoring 189
The role of suspension and dissolution on strength and deformation of soft carbonate rocks 185
Weathering effects on the mechanical behavior of calcarenites: experimental evidences and impact on the stability of costal cliffs and cavities 181
Role of Root Morphological and Architectural Traits: Insights into Root-inspired Anchorage and Foundation Systems 173
A 3D Numerical Approach to Assess the Temporal Evolution of Settlement Damage to Buildings on Cavities Subject to Weathering 166
Particle size effects on the axial pull-out and push-in behaviour of roots 165
Multiscale modelling of dynamic impact on highly deformable compound rockfall fence nets 161
A multivariate time series analysis of underground gas storage deformations using InSAR data 159
A Macroelement Approach for the Stability Assessment of Trees 159
Effect of flexible membrane in triaxial test on the mechanical behaviour of rockfill material using Discrete Element Method 157
Impact of particle elongation on the behavior of round and angular granular media: Consequences of particle rotation and force chain development 152
Root size effects on transverse root-soil interactions 146
On the Efficiency of GFRP Anchors in Soft Rocks 145
Stress field on intermediate length scales during triaxial compression 145
The effect of installation advancement ratio on interaction between helices of screw piles for offshore renewable energy 142
An Efficient Damage-Plasticity DEM Contact Model for Highly Porous Rocks 140
Experimental micro-macromechanics: particle shape effect on the biaxial shear response of particulate systems 139
Localization patterns emerging in CPTu tests in a saturated natural clay soil 129
Simulation of penetration problems in geomechanics 120
DEM study of particle scale effect on plain and rotary jacked pile behaviour in granular materials 118
On the incremental behaviour of sands at high stresses 114
Role of particle rotation in sheared granular media 111
Effects of screw pile installation on installation requirements and in-service performance using the discrete element method 111
Effect of Soil Permeability on CPTu Test Results in Structured Clay Soils 111
Geotechnical particle finite element method for modeling of soil-structure interaction under large deformation conditions 109
Systematic effect of particle roundness/angularity on macro- and microscopic behavior of granular materials 108
Discrete-element based simulation of CPT and SPT on a volcanic sand 108
Large deformation numerical assessment of rock anchor response under axial loading for offshore renewable energy applications 106
A methodological approach to assess the hazard of underground cavities subjected to environmental weathering 104
Centrifuge modelling of root-soil interaction of laterally loaded trees under different loading conditions 102
Small-scale modelling of root-soil interaction of trees under lateral loads 100
Why Modeling Particle Shape Matters: Significance of Particle-Scale Modeling in Describing Global and Local Granular Responses 100
Editorial: Tailing dams - slow responses to risks long known 99
Effects of particle breakage and stress reversal on the behaviour of sand around displacement piles 98
Using discrete-element method hindcasting of screw pile performance for practical design 96
Energy balance analyses during Standard Penetration Tests in a virtual calibration chamber 96
Impermeable membranes for slab-track settlement mitigation 95
Micromechanical investigation of grouting in soils 94
Using discrete element method (Dem) to create a cone penetration test (cpt)-based method to estimate the installation requirements of rotary-installed piles in sand 94
A breakage-based discrete element study of stress relaxation in quartz sands 94
A finite deformation multiplicative plasticity model with non–local hardening for bonded geomaterials 93
Calculating the State Parameter in Crushable Sands 92
Assessing single-helix screw pile geometry on offshore installation and axial capacity 91
Standard penetration testing in a virtual calibration chamber 90
A Nonlocal Elasto-Plastic Model for Structured Soils at Large Strains for the Particle Finite Element Method 89
Editorial 89
A numerical investigation of the incremental behavior of crushable granular soils 86
Editorial 85
Editorial 84
Grading evolution and critical state in a discrete numerical model of Fontainebleau sand 84
On the Stability of Underground Caves in Calcareous Rocks Due to Long-Term Weathering 83
DEM study of particle scale and penetration rate on the installation mechanisms of screw piles in sand 81
A stable mesh-independent approach for numerical modelling of structured soils at large strains 79
A digital tool based on genetic algorithms and limit analysis for the seismic assessment of historic masonry buildings 79
Numerical techniques for fast generation of large discrete-element models 78
Micromechanical inspection of incremental behaviour of crushable soils 72
On the Uprooting Stability of Trees: Combined Loading Effect on Tree Stability Assessment 51
Real-scale tests on the cyclic response of trees under toppling loads: experimental investigation and geotechnical interpretative framework 47
Totale 10.249
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Categoria #
all - tutte 32.880
article - articoli 0
book - libri 0
conference - conferenze 0
curatela - curatele 0
other - altro 0
patent - brevetti 0
selected - selezionate 0
volume - volumi 0
Totale 32.880
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Totale Lug Ago Sett Ott Nov Dic Gen Feb Mar Apr Mag Giu
2020/202169 0 0 0 0 0 0 0 0 0 0 25 44
2021/2022165 27 20 10 12 15 19 10 6 4 11 8 23
2022/2023213 24 49 13 18 18 37 4 19 21 0 6 4
2023/2024723 10 6 20 146 108 116 88 28 95 4 34 68
2024/20252.394 119 209 104 114 141 128 175 90 147 378 262 527
2025/20266.086 1.160 823 420 752 569 234 733 302 522 482 89 0
Totale 10.249